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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | L1 | Accepted-AOC LOWEST TENDER | |
| 2 | L2₹4.7 L+₹11,525.52 (2.51%)Rejected-AOC | L2 | Rejected-AOC 2ND LOWEST | |
| 3 | L3₹4.7 L+₹13,484.91 (2.93%)Rejected-AOC | L3 | Rejected-AOC 3RD LOWEST |
| Sl No | Description | Qty | Unit | ABDUL RAZACK T T L2 | moidu L3 | ABDUL AZEEZ T V L1 |
|---|---|---|---|---|---|---|
| 1.00INTERLOCKING TILE | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 107.35 | sqm | 13.09 ₹1,405.24 | 13.15 ₹1,411.68 | 12.77 ₹1,370.89 Lowest |
| 1.00 | OD107668/2025-2026:For providing proper compaction with smooth wheel roller to achieve the desired density of scarified materials obtained.(modified data of 4.11.2) | 2.68 | cum | 42.78 ₹114.82 Lowest | 1,769.37 ₹4,748.99 | 1,715.7 ₹4,604.94 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 39.62 | cum | 2,031.96 ₹80,502.19 | 1,923.45 ₹76,203.24 | 1,868.77 ₹74,036.93 Lowest |
| 1.00 | OD107675/2025-2026:Interlocking Concrete Block Pavement- with interlocking paving blocks 80mm thick M 30 GRADE,over a bed of 6mm metal
filing in 50mm average thick and compacting using earth hammer/compacting ting machine
hand operated including cost and conveyance of all materials labour charges, etc complete.
Excluding cost of edge concreting (16.91.2 modified) | 309.5 | 1 sqm | 921.65 ₹2,85,250.68 | 925.48 ₹2,86,436.06 | 899.12 ₹2,78,277.64 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 13 | cum | 7,823.14 ₹1,01,716.47 | 7,855.66 ₹1,02,139.29 | 7,631.87 ₹99,229.57 Lowest |
| 1.01 | OD107686/2025-2026:Supplying & Providing readymade GI Name Board with all conveyance , Labour & hire charges etc.. complete using GI hollow tube of size 80x40x1.4mm post , 40x20x1.4mm outer frame . 0.6mm thick Iron sheets of size 90x60cm with two coats of enamel painting over a coat of primer lettering with suitable colour and size fixing the post in ground with CC 1:2:4 etc complete | 1 | no | 2,293.88 ₹2,293.88 | 2,303.41 ₹2,303.41 | 2,237.79 ₹2,237.79 Lowest |
Tender Value
₹5.8 L
EMD Value
₹14,404
Closing Date
20 Sept 2025, 5:00 pmClosed
The Assistant Engineer LID EW Section Ongallur
The Assistant Engineer LID EW Section Ongallur
Annual Plan ONGALLUR GP 2025 26 PARAMMEL COLONY ROAD INTERLOCKING WARD 4 S0073/26
2025_LSGD_795477_6
TN1/2025-26/AE/LSGD/OGLR
Open Tender
Civil Works - Roads
Item Rate
120 days
Ongallur Grama Panchayat
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,275
Yes
₹14,404
Yes
24 Dec 2025
11 Sept 2025
23 Sept 2025
11 Sept 2025
20 Sept 2025
11 Sept 2025
Amount
INTERLOCKING TILE
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD107668/2025-2026:For providing proper compaction with smooth wheel roller to achieve the desired density of scarified materials obtained.(modified data of 4.11.2)
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
OD107675/2025-2026:Interlocking Concrete Block Pavement- with interlocking paving blocks 80mm thick M 30 GRADE,over a bed of 6mm metal filing in 50mm average thick and compacting using earth hammer/compacting ting machine hand operated including cost and conveyance of all materials labour charges, etc complete. Excluding cost of edge concreting (16.91.2 modified)
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD107686/2025-2026:Supplying & Providing readymade GI Name Board with all conveyance , Labour & hire charges etc.. complete using GI hollow tube of size 80x40x1.4mm post , 40x20x1.4mm outer frame . 0.6mm thick Iron sheets of size 90x60cm with two coats of enamel painting over a coat of primer lettering with suitable colour and size fixing the post in ground with CC 1:2:4 etc complete
ABDUL RAZACK T T (BID ID -2343984)
moidu (BID ID -2347215)
Bidder Name
ABDUL RAZACK T T
ABDUL AZEEZ T V
moidu
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